CN107165316A - It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology - Google Patents
It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology Download PDFInfo
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- CN107165316A CN107165316A CN201710493789.2A CN201710493789A CN107165316A CN 107165316 A CN107165316 A CN 107165316A CN 201710493789 A CN201710493789 A CN 201710493789A CN 107165316 A CN107165316 A CN 107165316A
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- side fascia
- hung panel
- lower floor
- angle steel
- molded
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 89
- 239000010959 steel Substances 0.000 title claims abstract description 89
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000005516 engineering process Methods 0.000 title claims description 7
- 210000003195 fascia Anatomy 0.000 claims abstract description 121
- 239000000463 material Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 9
- 238000004026 adhesive bonding Methods 0.000 claims description 6
- 238000012545 processing Methods 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 4
- 238000007689 inspection Methods 0.000 claims description 4
- 238000001514 detection method Methods 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 238000012407 engineering method Methods 0.000 abstract description 4
- 239000011435 rock Substances 0.000 abstract description 3
- 239000003795 chemical substances by application Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000009408 flooring Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- PWKSKIMOESPYIA-BYPYZUCNSA-N L-N-acetyl-Cysteine Chemical compound CC(=O)N[C@@H](CS)C(O)=O PWKSKIMOESPYIA-BYPYZUCNSA-N 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 229910000658 steel phase Inorganic materials 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
- E04B2/94—Concrete panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of assembling type steel structure out-hung panel node for being easily installed, being molded, including：Side fascia and out-hung panel, wherein, Side fascia is divided into upper strata Side fascia and lower floor's Side fascia, supporting plate is provided between the upper strata Side fascia and lower floor's Side fascia, one end of the out-hung panel is provided with prefabricated embedded part, and connected between the out-hung panel and upper strata Side fascia by the first angle steel component, the lower section of the out-hung panel is provided with support frame, connected between support frame as described above and lower floor's Side fascia by connecting plate, and, it is fixedly connected between the lower section of the connecting plate and lower floor's Side fascia by the second angle steel component.Use to be further improved on the basis of existing perpendicular dress die panels rock engineering method during construction in the present invention and it is installed, allow wallboard to form firm connection with Side fascia, so that the security for further improving the stability of its connection and using.
Description
Technical field
The invention belongs to the field of manufacturing, more particularly to a kind of plug-in wall of assembling type steel structure for being easily installed, being molded
Plate node.
Background technology
With the fast development of social economy, steel building is increasingly favored by architect and builder, its
Short time limit, is affected by the external environment smaller, in existing firm structural construction, when setting wallboard on Side fascia, by using ADR
Method installs the Side fascia of NALC materials, it is necessary at least three fulcrum, i.e. Side fascia bottom rest（Most important stress point）, outside within the walls
Side Xia Di sides drawknot node, inner side of outer wall upper topside drawknot node, by such traditional method, inner side of outer wall upper topside drawknot node
It is arranged between wallboard and girder steel, there is certain difficulty, and floor support plate two-step pouring in operation, second of edge sealing, which is poured, only leans on ox-hide
Paper is as cheek board, and forming effect is poor.
The content of the invention
Goal of the invention：In order to overcome the above not enough, it is an object of the invention to provide a kind of assembled for being easily installed, being molded
Steel construction out-hung panel node, its is simple in construction, reasonable in design, can be good at solving on-site construction operations in ADR engineering methods empty
Between the problem of receive constraint, interdependent node part is tried one's best and uses prefabrication, site operation workload is reduced, it is to avoid traditional side
Flooring edge concrete secondary cast problem in method.
Technical scheme：To achieve these goals, the invention provides a kind of assembling type steel structure for being easily installed, being molded
Out-hung panel node, including：Side fascia and out-hung panel, wherein, Side fascia is divided into upper strata Side fascia and lower floor's Side fascia, described
Supporting plate is provided between upper strata Side fascia and lower floor's Side fascia, one end of the out-hung panel is provided with prefabricated embedded part, and described plug-in
Connected between wallboard and upper strata Side fascia by the first angle steel component, the lower section of the out-hung panel is provided with support frame, the branch
Connected between support and lower floor's Side fascia by connecting plate, and, pass through between the lower section of the connecting plate and lower floor's Side fascia
Two angle steel components are fixedly connected.
A kind of heretofore described assembling type steel structure out-hung panel node for being easily installed, being molded, the angle steel group
Component is fixedly connected by the external wallboard of bolt and out-hung panel, and is formed in the top and bottom of wallboard top respectively and drawn
Node and bottom drawknot node, moreover, the top of wallboard are provided with top angle steel, and lower section is provided with support frame, can greatly carried
The stability that connects between the two of height, is installed during construction using perpendicular dress die panels rock engineering method to it, allows wallboard
Firm connection is formed with Side fascia, so that the security for further improving the stability of its connection and using.
Angle steel and fixture, the angle steel are equipped with heretofore described first angle steel component and the second angle steel component
It is vertical between upper strata Side fascia and out-hung panel or between connecting plate and lower floor's Side fascia, described fixture one end is stuck in
On angle steel, the other end is secured by bolts on Side fascia.
Fixture in heretofore described angle steel sub-assembly is carried out by bolt to upper strata Side fascia and lower floor's Side fascia
Fix, and bottom drawknot node and top drawknot node are formed respectively on the top on the bottom of upper strata Side fascia and lower floor's Side fascia.
Heretofore described out-hung panel uses aerated concrete panel.
Prefabricated embedded part is provided with heretofore described out-hung panel, the prefabricated embedded part is passed through by two U-shaped embedded parts
Dowel is connected and composed.
Heretofore described support frame is in I-shaped, and it is made up of support beam and support column, the support beam and plug-in wall
Plate is fixedly connected, the support column be located at two support beams between, in support frame as described above away from out-hung panel one end support beam with
Connecting plate is connected, and greatly improves its support performance.
Heretofore described supporting plate is L-shaped, and it matches with Side fascia, improves upper strata Side fascia and lower floor's Side fascia connection
Stability, greatly improve the compactness and stickiness of connector and Bolted angle connection.
Heretofore described fixture is S-type, and it is wedge shaped with angle-bar joint, and the fixture and angle steel phase
Match somebody with somebody,.
A kind of heretofore described construction technology of assembling type steel structure out-hung panel node for being easily installed, being molded,
Specific construction technology is as follows：
（1）：Agent structure first to building carries out an acceptance inspection, and allows in work progress the materials arrival needed, and the material to marching into the arena
Material is checked；
（2）：After after the agent structure acceptance(check) built in previous step, according to the drawing and datum axis and benchmark of construction
Relief is that unwrapping wire is detected according to beginning unwrapping wire, and using theodolite, spirit level and bracing wire measurement；
（3）：After unwrapping wire in previous step is by detection, start to set built-in fitting in one end of out-hung panel, then will thereon
Perpendicular dress Side fascia, i.e.,：Weldering is in place by angle steel according to snap the line position by elongated angle cleat, by welding operation requirement and design
It is required that portion's weld seam of first burn-oning, then bottom weld seam is welded, alternately weld；
（4）：Treat after the completion of elongated angle cleat welding, by supporting plate on Side fascia lower floor exterior wall plate node, and supporting plate is set
In the back side of angle steel；
（5）：After blade position is adjusted, make Side fascia in place, i.e.,：Side fascia is sling with suspender, slowly Side fascia is put
On the supporting plate of lower floor's exterior wall plate node, such as adjustment position is wanted to sling playback, then by again by drawknot node at the top of Side fascia
Fixture and elongated angle steel make preliminary welding, the ㎜ of weld seam length >=30, tighten screw rod；
（6）：Then support frame is located to the specified location of out-hung panel, and to be fixed；
（7）：After frame to be supported is fixed, by connecting plate by support frame away from out-hung panel one end support beam and lower floor
Side fascia is connected；
（8）：Then angle steel is located between connecting plate and lower floor's Side fascia, angle steel and lower floor's Side fascia carried out by fixture
It is fixed, and fixture and lower floor's Side fascia are fixedly connected by bolt, and to two-sided butt weld and fillet weld
Seam；
（9）：Then the plate stitch of external wallboard is handled, and PE rods are placed in the outside of Side fascia, and then each plate stitch is carried out
Gluing jointing is handled；
（10）：After plate stitch is handled well in previous step, chemise on the inside of Side fascia is installed, it is ensured that be not less than with extraneous thickness
200mm；
（11）：Treat step（10）After middle inner side chemise is installed, gluing jointing processing equally is carried out to inner side chemise；
（12）：Antirust treatment finally is carried out to whole steel construction.
Side fascia comprising the following steps that in place in the present invention：
A, inspection floor height, check that the plate of Side fascia is long, it is desirable to which plate length is shorter than floor height, otherwise should cut off adjustment；
B, this plate could be in place after plate two ends insertion tube sheet is all installed, twisted again after such as plate is in place tube sheet also can, but must have
Special messenger is responsible for；
C, plate bottom paving one layer of polymeric cement mortar, then it is with specific purpose tool that plate is in place or lift helps in place；
D, the perpendicularity with plumb bob boatswain chair, the flatness of plate is checked with guiding ruler, it is desirable to plate stitch difference of height, flatness error, vertical
Degree error is respectively less than code requirement, is otherwise tapped and special broadside crowbar alignment error with rubber hammer；
Fixed temporarily from top wedging with two pairs of bucketing timber wedges after E, plate face are totally straight.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：
1st, heretofore described a kind of assembling type steel structure out-hung panel node for being easily installed, being molded, the angle steel combination
Part is fixedly connected by the external wallboard of bolt and wallboard, and forms in the top and bottom in wallboard top drawknot node respectively
With bottom drawknot node, moreover, the top of wallboard is provided with top angle steel, and lower section is provided with support frame, can greatly improve two
The stability connected between person, is installed to it using the perpendicular dress die panels rock engineering method after improving during construction, allowed
Wallboard forms firm connection with Side fascia, so that the security for further improving the stability of its connection and using.
2nd, Side fascia of the present invention uses aerated concrete panel, its can it is prefabricated after arrive site operation, site operation again
The problem of constraint is received in operating space, interdependent node part is tried one's best and uses prefabrication, reduces site operation workload, it is to avoid
Flooring edge concrete secondary cast problem in conventional method.
3rd, prefabricated embedded part is provided with heretofore described wallboard, the prefabricated embedded part is passed through even by two U-shaped embedded parts
Connect muscle to connect and compose, the stability and security used can be greatly improved.
Brief description of the drawings
Fig. 1 is the structural representation of assembling type steel structure out-hung panel node of the present invention for being easily installed, being molded；
In figure：Side fascia -1, upper strata Side fascia -11, lower floor's Side fascia -12, out-hung panel -2, the first angle steel component -31, second
Angle steel component -32, angle steel -33, fixture -34, top drawknot node -4, bottom drawknot node -5, supporting plate -6, support frame -7, support
Beam -71, support column -72, connecting plate -8.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated.
Embodiment
A kind of assembling type steel structure out-hung panel node for being easily installed, being molded as shown in Figure 1, including：The He of Side fascia 1
Out-hung panel 2, wherein, 1 point of Side fascia is outside upper strata Side fascia 11 and lower floor's Side fascia 12, the upper strata Side fascia 11 and lower floor
Supporting plate 6 is provided between wallboard 12, one end of the out-hung panel 2 is provided with prefabricated embedded part 21, and outside the out-hung panel 2 and upper strata
Connected between wallboard 11 by the first angle steel component 31, the lower section of the out-hung panel 2 is provided with support frame 7, the He of support frame as described above 7
Connected between lower floor's Side fascia 12 by connecting plate 8, and, pass through between the lower section of the connecting plate 8 and lower floor's Side fascia 12
Two angle steel components 32 are fixedly connected.
Angle steel 33 and fixture are equipped with first angle steel component 31 described in the present embodiment and the second angle steel component 32
34, the angle steel 33 be vertical between upper strata Side fascia 11 and out-hung panel 2 or connecting plate 8 and lower floor's Side fascia 12 it
Between, described one end of fixture 34 is stuck on angle steel 33, and the other end is secured by bolts on Side fascia 1.
Fixture 34 in angle steel sub-assembly described in the present embodiment 3 is by bolt to upper strata Side fascia 11 and lower floor's exterior wall
Plate 12 is fixed, and bottom drawknot node 5 is formed respectively on the top on the bottom of upper strata Side fascia 11 and lower floor's Side fascia 12
With top drawknot node 4.
Out-hung panel 2 described in the present embodiment uses aerated concrete panel.
Prefabricated embedded part 21 is provided with out-hung panel 2 described in the present embodiment, the prefabricated embedded part 21 is buried by two U-shaped
Part is connected and composed by dowel.
Support frame 7 described in the present embodiment is in I-shaped, and it is made up of support beam 71 and support column 72, the support beam 71
It is fixedly connected with out-hung panel 2, the support column 72 is located between two support beams 71, away from out-hung panel 2 in support frame as described above 7
The support beam 71 of one end is connected with connecting plate 8.
Supporting plate 6 described in the present embodiment is L-shaped, and it matches with Side fascia 1.
Fixture 34 described in the present embodiment is S-type, and it is wedge shaped with the junction of angle steel 33, and the fixture and angle steel
Match.
Embodiment 2
A kind of assembling type steel structure out-hung panel node for being easily installed, being molded as depicted, including：Side fascia 1 and plug-in
Wallboard 2, wherein, 1 point of Side fascia is upper strata Side fascia 11 and lower floor's Side fascia 12, the upper strata Side fascia 11 and lower floor's Side fascia
Supporting plate 6 is provided between 12, one end of the out-hung panel 2 is provided with prefabricated embedded part 21, and the out-hung panel 2 and upper strata Side fascia
Connected between 11 by the first angle steel component 31, the lower section of the out-hung panel 2 is provided with support frame 7, support frame as described above 7 and lower floor
Connected between Side fascia 12 by connecting plate 8, and, pass through second jiao between the lower section of the connecting plate 8 and lower floor's Side fascia 12
Steel component 32 is fixedly connected.
Angle steel 33 and fixture are equipped with first angle steel component 31 described in the present embodiment and the second angle steel component 32
34, the angle steel 33 be vertical between upper strata Side fascia 11 and out-hung panel 2 or connecting plate 8 and lower floor's Side fascia 12 it
Between, described one end of fixture 34 is stuck on angle steel 33, and the other end is secured by bolts on Side fascia 1.
Fixture 34 in angle steel sub-assembly described in the present embodiment 3 is by bolt to upper strata Side fascia 11 and lower floor's exterior wall
Plate 12 is fixed, and bottom drawknot node 5 is formed respectively on the top on the bottom of upper strata Side fascia 11 and lower floor's Side fascia 12
With top drawknot node 4.
Out-hung panel 2 described in the present embodiment uses aerated concrete panel.
Prefabricated embedded part 21 is provided with out-hung panel 2 described in the present embodiment, the prefabricated embedded part 21 is buried by two U-shaped
Part is connected and composed by dowel.
Support frame 7 described in the present embodiment is in I-shaped, and it is made up of support beam 71 and support column 72, the support beam 71
It is fixedly connected with out-hung panel 2, the support column 72 is located between two support beams 71, away from out-hung panel 2 in support frame as described above 7
The support beam 71 of one end is connected with connecting plate 8.
Supporting plate 6 described in the present embodiment is L-shaped, and it matches with Side fascia 1.
Fixture 34 described in the present embodiment is S-type, and it is wedge shaped with the junction of angle steel 33, and the fixture and angle steel
Match.
A kind of construction work for the assembling type steel structure out-hung panel node that described in the present embodiment be easily installed, is molded
Skill, specific construction technology is as follows：
（1）：Agent structure first to building carries out an acceptance inspection, and allows in work progress the materials arrival needed, and the material to marching into the arena
Material is checked；
（2）：After after the agent structure acceptance(check) built in previous step, according to the drawing and datum axis and benchmark of construction
Relief is that unwrapping wire is detected according to beginning unwrapping wire, and using theodolite, spirit level and bracing wire measurement；
（3）：After unwrapping wire in previous step is by detection, start to set built-in fitting 21 in one end of out-hung panel 2, then by it
Upper perpendicular dress Side fascia 1, i.e.,：Weldering is in place by angle steel 33 according to snap the line position by elongated angle cleat 33, by welding operation requirement
First burn-on with design requirement portion's weld seam, then weld bottom weld seam, alternately welded；
（4）：After the completion for the treatment of that elongated angle cleat 33 is welded, by supporting plate 6 on the lower floor's exterior wall plate node of Side fascia 1, and will support
Plate 6 is located at the back side of angle steel 33；
（5）：After the position adjustment of supporting plate 6 is good, make Side fascia 1 in place, i.e.,：Side fascia 1 is sling with suspender, slowly by Side fascia
1 rests on the supporting plate 6 of lower floor's exterior wall plate node, such as wants adjustment position to sling playback, then will be again by drawknot at the top of Side fascia
The fixture 34 and elongated angle steel of point 4 make preliminary welding, the ㎜ of weld seam length >=30, tighten screw rod；
（6）：Then support frame 7 is located to the specified location of out-hung panel 2, and to be fixed；
（7）：After frame 7 to be supported is fixed, by connecting plate 8 by support frame 7 away from out-hung panel 2 one end support beam 71
It is connected with lower floor Side fascia；
（8）：Then by angle steel 33 be located between connecting plate 8 and lower floor's Side fascia, by fixture 22 to angle steel 33 and lower floor outside
Wallboard 1 is fixed, and fixture 22 and lower floor's Side fascia 1 are fixedly connected by bolt, and to two-sided docking
Weld seam and corner welding line；
（9）：Then the plate stitch of external wallboard 1 is handled, and is carried out gluing jointing processing to each plate stitch, is handled well after plate stitch,
PE rods are placed in the outside of Side fascia 1；
（10）：After plate stitch is handled well in previous step, the inner side chemise of Side fascia 1 is installed, it is ensured that be not less than with extraneous thickness
200mm；
（11）：After inner side chemise is installed in step 10, gluing jointing processing equally is carried out to inner side chemise；
（12）：Antirust treatment finally is carried out to whole steel construction.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the present invention's
Protection domain.
Claims (9)
1. a kind of assembling type steel structure out-hung panel node for being easily installed, being molded, it is characterised in that：Including：Side fascia（1）With
Out-hung panel（2）, wherein, Side fascia（1）It is divided into upper strata Side fascia（11）With lower floor's Side fascia（12）, the upper strata Side fascia
（11）With lower floor's Side fascia（12）Between be provided with supporting plate（6）, the out-hung panel（2）One end be provided with prefabricated embedded part（21）, and
The out-hung panel（2）With upper strata Side fascia（11）Between pass through the first angle steel component（31）Connection, the out-hung panel（2）'s
Lower section is provided with support frame（7）, support frame as described above（7）With lower floor's Side fascia（12）Between pass through connecting plate（8）Connection, and, it is described
Connecting plate（8）Lower section and lower floor's Side fascia（12）Between pass through the second angle steel component（32）It is fixedly connected.
2. the assembling type steel structure out-hung panel node according to claim 1 for being easily installed, being molded, it is characterised in that：
First angle steel component（31）And second angle steel component（32）In be equipped with angle steel（33）And fixture（34）, the angle steel
（33）It is vertical at upper strata Side fascia（11）And out-hung panel（2）Between or connecting plate（8）With lower floor's Side fascia（12）Between,
The fixture（34）One end is stuck in angle steel（33）On, the other end is secured by bolts in Side fascia（1）On.
3. the assembling type steel structure out-hung panel node according to claim 2 for being easily installed, being molded, it is characterised in that：
The angle steel sub-assembly（3）In fixture（34）By bolt to upper strata Side fascia（11）With lower floor's Side fascia（12）Consolidate
It is fixed, and in upper strata Side fascia（11）Bottom and lower floor's Side fascia（12）On top form bottom drawknot node respectively（5）And top
Portion's drawknot node（4）.
4. the assembling type steel structure out-hung panel node according to claim 1 for being easily installed, being molded, it is characterised in that：
The out-hung panel（2）Using aerated concrete panel.
5. the assembling type steel structure out-hung panel node according to claim 1 for being easily installed, being molded, it is characterised in that：
The out-hung panel（2）In be provided with prefabricated embedded part（21）, the prefabricated embedded part（21）Pass through dowel by two U-shaped embedded parts
Connect and compose.
6. the assembling type steel structure out-hung panel node according to claim 1 for being easily installed, being molded, it is characterised in that：
Support frame as described above（7）In I-shaped, it is by support beam（71）And support column（72）Constitute, the support beam（71）With out-hung panel
（2）It is fixedly connected, the support column（72）Located at two support beams（71）Between, support frame as described above（7）In away from out-hung panel（2）
The support beam of one end（71）With connecting plate（8）Connection.
7. the assembling type steel structure out-hung panel node according to claim 1 for being easily installed, being molded, it is characterised in that：
The supporting plate（9）It is L-shaped, itself and Side fascia（1）Match.
8. the assembling type steel structure out-hung panel node according to claim 5 for being easily installed, being molded, it is characterised in that：
The fixture（34）It is S-type, itself and angle steel（33）Junction is wedge shaped, and the fixture matches with angle steel.
9. a kind of assembling type steel structure out-hung panel node for being easily installed, being molded according to any one of claim 1 to 8
Construction technology, it is characterised in that：Specific construction technology is as follows：
（1）：Agent structure first to building carries out an acceptance inspection, and allows in work progress the materials arrival needed, and the material to marching into the arena
Material is checked；
（2）：After after the agent structure acceptance(check) built in previous step, according to the drawing and datum axis and benchmark of construction
Relief is that unwrapping wire is detected according to beginning unwrapping wire, and using theodolite, spirit level and bracing wire measurement；
（3）：After unwrapping wire in previous step is by detection, start in out-hung panel（2）One end set built-in fitting（21）, then
Dress Side fascia will be erected thereon（1）, i.e.,：Weldering passes through elongated angle cleat（33）, according to snap the line position by angle steel（33）In place, by weldering
Connect that operation is required and design requirement is first burn-on portion's weld seam, then weld bottom weld seam, alternately weld；
（4）：Treat elongated angle cleat（33）After the completion of welding, by supporting plate（6）Located at Side fascia（1）On lower floor's exterior wall plate node,
And by supporting plate（6）Located at angle steel（33）The back side；
（5）：Treat supporting plate（6）After position adjustment is good, Side fascia is allowed（1）In place, i.e.,：With suspender by Side fascia（1）Sling, slowly will
Side fascia（1）Rest on the supporting plate of lower floor's exterior wall plate node（6）On, such as want adjustment position to sling playback, then will be again by exterior wall
Drawknot node at the top of plate（4）Fixture（34）Make preliminary welding with elongated angle steel, the ㎜ of weld seam length >=30 tightens screw rod；
（6）：Then by support frame（7）Located at out-hung panel（2）Specified location, and to be fixed；
（7）：Frame to be supported（7）After fixing, pass through connecting plate（8）By support frame（7）In away from out-hung panel（2）One end
Support beam（71）It is connected with lower floor Side fascia；
（8）：Then by angle steel（33）Located at connecting plate（8）Between lower floor's Side fascia, pass through fixture（22）To angle steel（33）
With lower floor's Side fascia（1）It is fixed, and by bolt to fixture（22）With lower floor's Side fascia（1）It is fixedly connected i.e.
Can, and to two-sided butt weld and corner welding line；
（9）：Then external wallboard（1）Plate stitch handled, in Side fascia（1）Outside place PE rods, then to each plate stitch
Carry out gluing jointing processing；
（10）：After plate stitch is handled well in previous step, Side fascia is installed（1）Inner side chemise, it is ensured that be not less than with extraneous thickness
200mm；
（11）：Treat step（10）After middle inner side chemise is installed, gluing jointing processing equally is carried out to inner side chemise；
（12）：Antirust treatment finally is carried out to whole steel construction.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710493789.2A CN107165316A (en) | 2017-06-26 | 2017-06-26 | It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology |
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| CN201710493789.2A CN107165316A (en) | 2017-06-26 | 2017-06-26 | It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology |
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| CN107165316A true CN107165316A (en) | 2017-09-15 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842941A (en) * | 2018-08-10 | 2018-11-20 | 重庆大学 | A kind of band ALC out-hung panel beam-to-column connection node |
| CN111779141A (en) * | 2020-08-13 | 2020-10-16 | 哈尔滨工业大学（深圳） | Light external wallboard connected node |
| CN114250885A (en) * | 2022-01-28 | 2022-03-29 | 中建科工集团有限公司 | Construction method of assembled ALC outer wall window opening |
| CN115142597A (en) * | 2022-08-02 | 2022-10-04 | 哈尔滨工业大学 | Integrated cold-bending forming type novel self-adaptive external wallboard energy dissipation connecting node |
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| CN206873673U (en) * | 2017-06-26 | 2018-01-12 | 江苏沪宁钢机股份有限公司 | A kind of assembling type steel structure out-hung panel node |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842941A (en) * | 2018-08-10 | 2018-11-20 | 重庆大学 | A kind of band ALC out-hung panel beam-to-column connection node |
| CN108842941B (en) * | 2018-08-10 | 2024-02-06 | 重庆大学 | Steel frame connecting node with ALC external wall panel |
| CN111779141A (en) * | 2020-08-13 | 2020-10-16 | 哈尔滨工业大学（深圳） | Light external wallboard connected node |
| CN114250885A (en) * | 2022-01-28 | 2022-03-29 | 中建科工集团有限公司 | Construction method of assembled ALC outer wall window opening |
| CN114250885B (en) * | 2022-01-28 | 2024-01-30 | 中建科工集团有限公司 | Construction method of assembled ALC (aluminum cement concrete) outer wall window opening |
| CN115142597A (en) * | 2022-08-02 | 2022-10-04 | 哈尔滨工业大学 | Integrated cold-bending forming type novel self-adaptive external wallboard energy dissipation connecting node |
| CN115142597B (en) * | 2022-08-02 | 2023-04-14 | 哈尔滨工业大学 | Integrated cold-bending forming type novel self-adaptive externally-hung wallboard energy dissipation connecting node |
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Applicant after: JiangSu HuNing Steel Structure & Machinery Co.,Ltd. Applicant after: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. Address before: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Applicant before: JiangSu HuNing Steel Structure & Machinery Co.,Ltd. Applicant before: JIANGSU HUNING ASSEMBLY CONSTRUCTION ENGINEERING Co.,Ltd. |
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Application publication date: 20170915 |